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Volumn 27, Issue 5, 2005, Pages 699-708

Parametric study and design of rib-reinforced steel moment connections

Author keywords

Moment connection; Rib reinforcement; Weld access hole

Indexed keywords

FRACTURE; JOINTS (STRUCTURAL COMPONENTS); SEISMIC PROSPECTING; STRAIN; STRUCTURAL DESIGN;

EID: 15844412594     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.12.007     Document Type: Article
Times cited : (27)

References (16)
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    • Report No. NISTIR 5625, National Institute of Standards and Technology
    • Youssef NFG, Bonowitz D, Gross JL A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake. Report No. NISTIR 5625, National Institute of Standards and Technology; 1995
    • (1995)
    • Youssef, N.F.G.1    Bonowitz, D.2    Gross, J.L.3
  • 5
    • 0003687105 scopus 로고    scopus 로고
    • Seismic provisions for structural steel buildings
    • AISC. Chicago (IL): American Institute of Steel Construction
    • AISC. Seismic provisions for structural steel buildings. Chicago (IL): American Institute of Steel Construction; 1997
    • (1997)
  • 6
    • 0036539267 scopus 로고    scopus 로고
    • Inelastic cyclic testing of welded unreinforced moment connections
    • ASCE
    • J.M. Ricles C. Mao L.W. Lu J.W. Fisher Inelastic cyclic testing of welded unreinforced moment connections Journal of Structural Engineering, ASCE 128 4 2002 429-440
    • (2002) Journal of Structural Engineering , vol.128 , Issue.4 , pp. 429-440
    • Ricles, J.M.1    Mao, C.2    Lu, L.W.3    Fisher, J.W.4
  • 7
    • 0004159384 scopus 로고    scopus 로고
    • Recommended seismic design criteria for new steel moment-frame buildings
    • FEMA. Report No. FEMA-350, Federal Emergency Management Agency
    • FEMA. Recommended seismic design criteria for new steel moment-frame buildings. Report No. FEMA-350, Federal Emergency Management Agency; 2000
    • (2000)
  • 8
    • 0024920868 scopus 로고
    • Performance of large seismic steel moment connections under cyclic loads
    • AISC
    • E.P. Popov K.C. Tsai Performance of large seismic steel moment connections under cyclic loads Engineering Journal, AISC 26 2 1989 51-60
    • (1989) Engineering Journal , vol.26 , Issue.2 , pp. 51-60
    • Popov, E.P.1    Tsai, K.C.2
  • 10
    • 0004003977 scopus 로고    scopus 로고
    • Repair/upgrade procedures for welded beam to column connections
    • Report no. PEER 98/03, Richmond (CA): Pacific Earthquake Engineering Research Center
    • Anderson JC, Duan X Repair/upgrade procedures for welded beam to column connections. Report no. PEER 98/03, Richmond (CA): Pacific Earthquake Engineering Research Center; 1998
    • (1998)
    • Anderson, J.C.1    Duan, X.2
  • 11
    • 0041703084 scopus 로고    scopus 로고
    • Behaviour of steel moment connections with a single flange rib
    • C.C. Chen J.M. Lee M.C. Lin Behaviour of steel moment connections with a single flange rib Engineering Structures 25 2003 1419-1428
    • (2003) Engineering Structures , vol.25 , pp. 1419-1428
    • Chen, C.C.1    Lee, J.M.2    Lin, M.C.3
  • 13
    • 0041430668 scopus 로고
    • Guidelines for seismic testing of components of steel structures
    • ATC. Report ATC-24, Redwood City (CA): Applied Technology Council
    • ATC. Guidelines for seismic testing of components of steel structures. Report ATC-24, Redwood City (CA): Applied Technology Council; 1992
    • (1992)
  • 14
    • 0345657154 scopus 로고    scopus 로고
    • Seismic provisions for structural steel buildings
    • AISC. Chicago (IL): American Institute of Steel Construction
    • AISC. Seismic provisions for structural steel buildings. Chicago (IL): American Institute of Steel Construction; 2002
    • (2002)
  • 16
    • 0032055091 scopus 로고    scopus 로고
    • Lessons learned from the Northridge earthquake
    • D.K. Miller Lessons learned from the Northridge earthquake Engineering Structures 20 4-6 1998 249-260
    • (1998) Engineering Structures , vol.20 , Issue.4-6 , pp. 249-260
    • Miller, D.K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.